摘要
以等截面悬链线拱为研究对象 ,从模型实测、有限元分析与瑞雷法计算三方面给出其固有频率 。
In this paper,the natural frequencies of a prismatic catenary fixed arch model are obtained by means of dynamic experiment,FEM and Reileigh method.A new method to formulate the function of vibration mode,to calculate the low frequencies by Reileigh method,is put forward.
出处
《四川建筑科学研究》
2002年第3期13-14,共2页
Sichuan Building Science
关键词
等截面
悬链拱
固有频率
试验
计算
catenary arch
natural frequency
experimental research
simplified calculation